Effect of Mgo Additive on Volumetric Expansion of Self-Degradable

Effect of MgO Additive on Volumetric Expansion ofSelf-degradable Cements Prepared for The U.S. Department of Energy Energy Efficiency and Renewable Energy Geothermal Technologies Program 1000 Independence Avenue SW Washington, D.C. 20585 Prepared hy Toshifumi Sugama, John Warren, and Thomas Butcher Sustainable Energy Technologies Department Brookhaven National Laboratory Upton, NY 11973-5000 Septemher 2011 Notice: This manuscript has been authored by employee of Brookhaven Science Associates, LLC under Contract No. DE-AC02-98CH t0886 with the U.S. Department of Energy. The publisher by accepting the manuscript for publication acknowledges that the United States Government retains a non.exclusjv~ paid-up, irrevocable, world·wide license to publish or reproduce the published form of this manuscript, or allow others to do so, for the United States Government purposes. DISCLAIMER This work was prepared as an account of work sponsored by an agency of the United States Government. 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Abstract We identified hard-hurned magnesium oxide (MgO) as a suitable expansive additive for improving the plugging performance of self-degradable, temporary sodium silicate activated slag/Class C fly ash (SSASC) blend cement sealers into rock fractures in Enhanced Geothermal Systems (EGSs). MgO extended the volumetric expansion of sealers during their exposure to a hydrothermal environment at 200°C under pressures, ranging from 300 to 1500 psi. A great expansion ratc of 19.3 % was observed by adding 3.0 wt% MgO under 300 psi pressure, thus promising to plug thoroughly inner fracture. When the pressure was increa'icd from 300 psi to 1500 psi, the expansion rate of cement markedly reduced, corresponding to the formaLion of crack-free specimens and the improvement of compressive strength. However, with 3.0 wt% MgO, the specimens still engendered the generation of numerous visual cracks, although they were prepared under a high pressure of 1500 psi. The effective content of MgO in minimizing and eliminating the generation of cracks was 2.0 wt%, which provided a moderate expansion of ~.5 %_ The compressive strength of 2.0 wt% MgO specimens made under a pressure of 300 psi rose - J.7-fold to 4816 psi with an increasing pressure to 1500 psi. The in-situ growth of brucite crystal formed by the hydrothermal hydration of MgO was responsive for such an expansion of the SSASC cement; meanwhile. two crystalline hydrothermal reaction products, 1.1 om tobermorite and calcium silicate hydrated (I). contributed to the development of the sealer's compressive strength. Thus, the increasing pressure seems to suppress and control a growth rate of brucite crystal in response to a lower extension of expansion. Furthermore. all MgO-conlaining SSASC sealers possessed the water- catalyzed self.-degradable properties. 2 Introduction During wellbore drilling and logging operations in establishing Enhanced Geothennal System (EGS), a considerable attention of the operators was paid to both pre-existing fractures in the well's underground foundation, and 10 new pressure-generated one. In tenns of losl circulation zones, they cause the wastage of a substantial amount of the circulated water-based drilling fluid or mud; thus. these fractures must be plugged or filled with sealing materials to avoid depleting the drilling fluid or mud. When the wellbore construction was completed, one inevitable concern about the sealing materials emplaced in these fractures was that all the sealing materials must disintegrate during the hydraulic-stimulation process to reopen the plugged fractures, and to promote the propagation of reopened fractures. Therefore, the key to success of this material R&D was to develop water-catalyzed self-degradable sealers. The breakdown of scalers will create multi-fissures and -cmcks, allowing the working fluid to pass through them. In response to this requirement, BNL's researchers developed self-degradable temporary cernentitious materials by combining three industrial by-products, granulated blast furnace slag, and Class C and Class F fly ashes [1,2]. No Ordinary Portland Cement (Ope) was used in this cementitious system. Although these by-products possess a latent pozzolanic property, they do not fonn cemenLitious structures without alkali activators. Thus, we employed sodium silicate consisting of 50.5 mol. wt% Na20 and 46.6 mol. wt% Si02 as the alkaline activator. Further, Ihe sodium carboxymethyl cellulose (CMC) was incorporated as Ihe self-degradable promoting additive into the dry alkali activatorlby product mixes. As detailed in our previous paper [2J, the self-degradation of temporary sealer took placed, when the sealers being heated at temperatures of 2': 200°C came in contact with water. We interpreted the mechanism of this water-catalyzed self-degradation as resulting from the in-situ exothennic reactions belween the reactants yielded from the hydrolysis of sodium silicate activator and the thennal degradation of the CMC. The magnitude of 3 self-degradation depended on the CMC content; it.. effective content in promising degradation was? 0.7 %. Another important property in designing sealing materials is to assure an expansion in their volume upon exposure to hydrothermal environments at temperatures of;;::200°e. Such a volume expansion of sealers emplaced in the fractures improves their plugging performance as a means of an enhancement of its adherence to an inner surface of fracture: This ensures that the sealers have adequate stability and reliability without their being washed out and removed by a locally disbanded sealer during further drilling operations. The commonest ways to increase the volume of cementitious materials are to utilize the in-situ growth of the crystalline hydration products formed in the cementitious bodies. Among those products, the sulfoaluminate (ettringite )[3.4h and Ca and Mg oxides[5-9]-based hydration products are well recognized al; expandable ones. The crystalline phase representative of first hydration product is eUringite, 3CaO.Ah03.CaS04.32H20, containing a large volume of water, and it is formed by mixing five starting materials, Portland cement, anhydrous hauyne (3CaO.3AhO,.CaSO,J, gypsum (CaSO,), quick lime (CaO), and water [10]. However, ettringite displays two major drawbacks in a high temperature environment: One is a delay in its formation at a heating temperature> 70°C [11-14]; the other is its hydrothermal decomposition at temperature> 170°C [15]. Thus, this volume expansion technology was inapplicable for our sealer. When the CaO and MgO expansive additives embedded in Ordinary Portland Cement (OPC) paste are autoclavcd. the additive's hydration initiated promptly in an alkaline environment created by the hydrolysis of OPC. thus reflecting the conversion of Ca and Mg oxides into crystalline Ca and Mg hydroxides. Afterward, the pressure generated by their in-situ growth extends the expansion and swelling of hydrothermally cured ope. However. in our previous study on the phase identification in autoclaved sodium silicate activated slag/Class C fly ash cementitious material [I], we found that all free lime. CaO, present in Class C ny ash hydrothennally reacted with the slag to form crystalline calcium silicate hydrates, such as calcium silicate hydrate (I) and 1.1 nm tobermorite. We 4 did not detect Ca(OHh -related crystal phase, which would expand the autoclaved cementitious material. This finding seemingly suggests that CaD expansive additive might not be useable in the autoclaved sodium silicate-activated slag/Class C fly ash system because of its reactivity with silicate spccic..... instead of the formation of Ca(OHh. Based upon the information described above, our interest focused on investigating the usefulness of dead-burned MgO as an expansive additive for sodium silicate-activated slag/Class C fly ash (SSASC) blend cement. Accordingly, this study centered on the following two major R&D efforts: First, we explored the compatibility of MgO with the self-degradable SSASC cement; second, we detailed the effectiveness of MgO in extending the rate of expansion of the SSASC cement under the pressure, ranging from 300 to 1500 psi. The former involved measuring the compressive strength of 2OO°C• autoclaved cements by varying the content of MgO under four different pressures, 300, 600,1000, and J500 psi, respectively. In addition, we assessed whether MgO-modified SSASC cements still can self-degrade. The second effort encompa~scd measuring the rate of expansion, identifying the hydrothermally hydrated reaction products, and exploring the development of microstructure in the expanded cement. Experimental Procedure Hard burned magnesium oxide (98.3 wt% MgO) under the trade name "MagChem 10 CR" from Marlin Marietta Magnesia Specialties, LLC was used as expansive additive. Its physical properties included 97 % passing 200 mesh (0.074 mm) and surface area ranging from 0.2 to 0.3 m2/g. The contents of MgO additive were 0.5. 1.0. 1.5, 2.0, and 3.0 % by the lotal weighl of cement components. Two industrial by-products with pozzolanic properties, granulated blast-furnace slag under trade name "New Cern," and Cla~s C fly ash, were used as the hydraulic pozzolana cement. The slag was supplied from Lafarge North America, and fly ash was obtained from BoraJ Material Technologies, Inc.

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